Discussion of Principles of Structural Analysis and Design problems in preparation for Civil Engineering Licensure Examination.
Curated by: Engr. Harf Miranda (Sir Harf Engineering Tutorial) (125 videos)
SITUATION: The cast iron inverted T-section supports two concentrated loads of magnitude P. The working stresses are 48 MPa in tension, 140 MPa in compression, and 30 MPa in shear. 1. Calculate the location of neutral axis “d” from the bottom, in mm. A. 101.25 C. 48.75 B. 65.76 D. 75.67 2. Calculate the moment of inertia about the neutral axis, in mm4. A. 12.938 x 106 C. 11.918 x 106 B. 14.136 x 106 D. 10.254 x 106 3. Calculate the maximum allowable value of P (kN). A. 69.75 C. 16.48 B. 9.87 D. 11.73 Thanks for watching! Comment for questions and suggestions for future lecture in this series. Subscribe and hit the bell button to be notified for future posts. #civilengineering #boardexam #engineering #structuralanalysis #structuralengineering #CivilEngineeringLicensureExamination #PRC #PSAD #theoryofstructures #cele #strengthofmaterials #mechanicsofmaterials #staticsofrigidbodies #steeldesign #compressionmember #trusses #friction #refresher #PSADRefresher #SHET